EP0019318A2 - Drague et procédé de commande de cette drague - Google Patents

Drague et procédé de commande de cette drague Download PDF

Info

Publication number
EP0019318A2
EP0019318A2 EP80200381A EP80200381A EP0019318A2 EP 0019318 A2 EP0019318 A2 EP 0019318A2 EP 80200381 A EP80200381 A EP 80200381A EP 80200381 A EP80200381 A EP 80200381A EP 0019318 A2 EP0019318 A2 EP 0019318A2
Authority
EP
European Patent Office
Prior art keywords
signal
figures
producer
angle
adder
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP80200381A
Other languages
German (de)
English (en)
Other versions
EP0019318B1 (fr
EP0019318A3 (en
Inventor
Tjako Aaldrik Wolters
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Ballast Nedam NV
Original Assignee
Ballast Nedam Groep NV
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Ballast Nedam Groep NV filed Critical Ballast Nedam Groep NV
Publication of EP0019318A2 publication Critical patent/EP0019318A2/fr
Publication of EP0019318A3 publication Critical patent/EP0019318A3/en
Application granted granted Critical
Publication of EP0019318B1 publication Critical patent/EP0019318B1/fr
Expired legal-status Critical Current

Links

Images

Classifications

    • G—PHYSICS
    • G05—CONTROLLING; REGULATING
    • G05B—CONTROL OR REGULATING SYSTEMS IN GENERAL; FUNCTIONAL ELEMENTS OF SUCH SYSTEMS; MONITORING OR TESTING ARRANGEMENTS FOR SUCH SYSTEMS OR ELEMENTS
    • G05B19/00—Programme-control systems
    • G05B19/02—Programme-control systems electric
    • G05B19/42—Recording and playback systems, i.e. in which the programme is recorded from a cycle of operations, e.g. the cycle of operations being manually controlled, after which this record is played back on the same machine
    • G05B19/425—Teaching successive positions by numerical control, i.e. commands being entered to control the positioning servo of the tool head or end effector
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02F—DREDGING; SOIL-SHIFTING
    • E02F3/00—Dredgers; Soil-shifting machines
    • E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/88—Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
    • E02F3/90—Component parts, e.g. arrangement or adaptation of pumps
    • E02F3/907—Measuring or control devices, e.g. control units, detection means or sensors
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02F—DREDGING; SOIL-SHIFTING
    • E02F3/00—Dredgers; Soil-shifting machines
    • E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/88—Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
    • E02F3/90—Component parts, e.g. arrangement or adaptation of pumps
    • E02F3/92—Digging elements, e.g. suction heads
    • E02F3/9212—Mechanical digging means, e.g. suction wheels, i.e. wheel with a suction inlet attached behind the wheel
    • E02F3/9225—Mechanical digging means, e.g. suction wheels, i.e. wheel with a suction inlet attached behind the wheel with rotating cutting elements
    • E02F3/9231—Suction wheels with axis of rotation parallel to longitudinal axis of the suction pipe
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02F—DREDGING; SOIL-SHIFTING
    • E02F9/00—Component parts of dredgers or soil-shifting machines, not restricted to one of the kinds covered by groups E02F3/00 - E02F7/00
    • E02F9/06—Floating substructures as supports
    • E02F9/062—Advancing equipment, e.g. spuds for floating dredgers
    • E02F9/065—Advancing equipment, e.g. spuds for floating dredgers characterised by the use of lines with anchors and winches
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02F—DREDGING; SOIL-SHIFTING
    • E02F9/00—Component parts of dredgers or soil-shifting machines, not restricted to one of the kinds covered by groups E02F3/00 - E02F7/00
    • E02F9/20—Drives; Control devices
    • E02F9/2025—Particular purposes of control systems not otherwise provided for
    • E02F9/2045—Guiding machines along a predetermined path
    • G—PHYSICS
    • G05—CONTROLLING; REGULATING
    • G05B—CONTROL OR REGULATING SYSTEMS IN GENERAL; FUNCTIONAL ELEMENTS OF SUCH SYSTEMS; MONITORING OR TESTING ARRANGEMENTS FOR SUCH SYSTEMS OR ELEMENTS
    • G05B2219/00—Program-control systems
    • G05B2219/30—Nc systems
    • G05B2219/42—Servomotor, servo controller kind till VSS
    • G05B2219/42268—Safety, excess in error
    • G—PHYSICS
    • G05—CONTROLLING; REGULATING
    • G05B—CONTROL OR REGULATING SYSTEMS IN GENERAL; FUNCTIONAL ELEMENTS OF SUCH SYSTEMS; MONITORING OR TESTING ARRANGEMENTS FOR SUCH SYSTEMS OR ELEMENTS
    • G05B2219/00—Program-control systems
    • G05B2219/30—Nc systems
    • G05B2219/49—Nc machine tool, till multiple
    • G05B2219/49392—Multipasses, segmentation of cut, paraxial cutting

Definitions

  • the invention relates to a method of steering a dredger implement comprising a dredging tool and a suspension transport device, in which the tool is manually steered along a trajectory with a manually set displacement speed, whilst the suspension transport device is manually adjusted.
  • a method of the kind set forth is known. Steering the dredging tool for hours at a stretch is very tirning, the more so as many meters have to be simultaneously observed. Therefore, steering is performed in an inaccurate manner.
  • the invention provides a steering that can be carried out in practice with great accuracy, because the control-signals of the manual steering are stored in a programme memory and because afterwards the dredging tool is moved by automatic steering along the corresponding trajectories, whilst like the suspension transport device it is steered by the programme memory in accordance with the manual steering stored in the programme memory.
  • the invention relates to and provides furthermore a dredger implement comprising a floating body, a ladder movably connected with the floating body, a dredging tool carried by the ladder, a suspension transport device and comprising steering means for manually steering the tool along a trajectory at a manually set rate and control-means for the manual adjustment of the suspension transport device
  • said dredger implement being characterized in that there is provided a programme memory for recording control-signals of the manual steering, in that the steering means can be controlled in accordance with the programme memory for moving the dredging tool by automatic control along the corresponding trajectories and in that the suspension transport device can also be controlled in accordance with the programme memory.
  • the dredger implement according to the invention in the embodiment shown in Figures 1 to 4 is formed by a cutting head suction dredger 1 comprising a floating body 13 and a ladder 14 pivoted at a rotary point 31 to said body, to the end of which ladder 14 is rotatably mounted a cutting head 6, which constitutes the tool working the ground 12.
  • the ladder 14 can be hoisted up by means of ladder sheers 15 and a ladder hoisting wire 16, which is connected with a ladder winch 17.
  • the cutting head suction dredger 1 turns about ground supports, which may be constructed in the form of anchoring piles 18 ( Figures 1 to 4) or of cable piles 19 .with ground anchors 20 ( Figure 5).
  • the place of the cuttinq head suction dredger 1 in the work 2 is determined by measurements via an aerial 21 arranged on the floating body 13.and forming a reference point.
  • the pivotal point 22, that is to say the lower end of the anchoring pile 18, said pivotal point 22 forming the anchoring point and being used as a starting point, is located at a distance from the aerial 21, which is calculated with the aid of the Figures 52 to 59 to be discussed hereinafter, the dimensions of the parts of the cutting head suction dredger 1 extending in series between the aerial 21 and the pivotal point 22 being taken into account.
  • the Figures la, ib, 9 and 48 illustrate how the cutting head suction dredger 1 is operative in the work 2.
  • the work 2 is defined with the aid of a rectangular work co-ordinate system XYZ plotted with the aid of beacons 134.
  • the work co-ordinate system XYZ has its origin O and its X-and Z - co-ordinates in a horizontal plane, for example, at the level 5 of mean high tide, whereas the Y co-ordinate may be located in a vertical plane of symmetry 104 of the work 2, whilst the Y-X plane may go through the pivotal point 22.
  • the position of the aerial 21 of the cutting head suction dredger 1 in the work co-ordinate system XYZ is measured with respect to the beacons 134.
  • the X co-ordinates are designated by X S or X according as they are located on the right-hand or left-hand side of the work axis 104.
  • the co-ordinate system X'Y'Z' of the implement shown in Figure 1 and employed in the arithmetic example comprises:
  • This co-ordinate system X'Y'Z' turns about the pivotal point 22 during the turn of the cutting head suction dredger 1.
  • Figures 21 and 22 illustrate analyses of the cutting envelope 8 of the cutting head 6.
  • the cutting envelope 8 being substantially represented by two relatively spaced spherical parts 9a and 9b having spherical radii 10a and 10b with a first cutting point 36 and a second cutting poin 71 as centres, the latter being spaced apart by the former by a distance 69.
  • brackets In the formulae distances and angles are placed between brackets.
  • step distance 65 which depends upon the swing angle 53 S and 53 B respectively i.e. as follows:
  • step distance 65 is determined in a similar manner without taking into account the transverse trim when a tilting anchoring pile 18 is used.
  • Figure 10 is a rear view of the arrangement of Figure 12 and the consequences of the transverse trim angle 50 on the ground distance 64 when tilting anchoring piles 18 are used.
  • the pile working length 30 is turned about point C (tilting point 23 of the anchoring pile) to point G on the line AC in order to determine X 30' Y 30 en z 30 of the pile working length 30 onto the X'Y'Z' co-ordinate system.
  • the projections l X' , ly, and l Z , of each of the parts of the dredger implement extending in series between the tool i.e. the cutting head 6 and the starting point i.e. the pivotal point 22 of the anchoring pile 18 are each time calculated as a function of at least two angles for example 34 and 50 (see Figure 6) relating to the angles of the ladder 14 measured in orthogonal planes parallel to a co-ordinate of the implement co-ordinate system X'Y' Z ' and included between the direction of length of the part and a plane of the implement co-ordinate system X'Y'Z'.
  • angle meters 59 and 51 are provided and equipped each with a pendulum 152 with a weight, thus measuring each an angle relative to the vertical.
  • Figure 7 shows the angle meters 51 and 59 in combination.
  • Figure 8 shows three angle meters 51, 59 and 159, the meter 159 measuring in addition an angle 68 in the tilted longitudinal plane of the ladder 14, which angle 68 can be calculated as a projection angle in dependence upon the angles 34 and 50.
  • the projection angle 68 is determined as follows: , from which follows the magnitude of the projection angle 68.
  • the projection angle 77 results from:
  • Draught 46 draught 82 of the draught meter 45 minus the projection Y 81 of the distance 81 between the ladder rotary point 31 and the draught meter 45.
  • Y 81 is determined with the aid of Figures 20a to 20e. These Figures are basically different from Figures 13a to 13e in that the distance 81 is at right angles to EC and hence at right angles to AC.
  • Figures 21 and 46 show by way of example a cutting head 6, its cutting envelope 8 is formed on an approximation by two relatively spaced spherical parts 9a and 9b. having radii 10a and 10b and centres 36 and 71 respectively (cutting points).
  • the ground surfaces 12a and 12b being at different talus angles are touched by the cutting envelope 8 at the points of intersection lla and llb.
  • the perpendiculars 83a and 83b of the points of intersection 11a and llb go through the associated cutting point 71.
  • Figure 22 indicates schematically the distances 37 and 69 and the angular positions 34 and 35 respectively of the cutting head ladder 14 with the cutting head 6 as calculated in Figures 14 and 15, the two cutting points 36 and 71 being located in the ship's longitudinal plane 100.
  • the talus is termed positive (+94) in Figure 47, when it rises in the direction away from the YZ plane, and negative (-94), when it drops in the direction away from the YZ plane.
  • Figure 23a shows for a positive talus a sectional view at right angles to the talus 84 and Figure 23b shows a plan view for assessing the point of intersection lla or llb coming into contact with a talus at the approach of this talus rising from a work axis 104 (positive talus) (see Figure 47), taking into account a trim angle 50 (see the calculations in Figures 14 and 15).
  • the angle 90 between the horizontal 60 going through the second cutting point 71 and the projection 92 of the distance 69 onto the vertical XY plane at right angles to the talus 84 can be calculated from: .
  • spherical radius 10a is shorter than spherical radius 10b + projection 93, only the spherical part 9b will intersect.
  • Figures 24a and 24b show each a situation corresponding to Figure 23a for two different negative tali 84 downwardly inclined from the work axial plane 104 of the work.
  • the direction indicator 52 indicates whether the angle 50 of the transverse trim of the floating body 13 is a 50 S or a 50 B .
  • 50 S is a transverse trim angle at which the starboard side is lower than the port side, which is indicated in Figure 4 by solid lines. For the opposite situation broken lines indicate in Figure 4 an angle 50 B .
  • a starboard swing 53 s has to be understood to mean that the median, longitudinal plane 100 of the floating body 13 of Figure 2 has swung to the starboard side with respect to the work axial plane 104.
  • the port swing 53 B means the opposite position. In practical work angle 53 is always smaller than 90°.
  • Figures 26 to 33 show schematically in exaggerated form in inclined position, a rear view of the cutting head suction dredger 1 ( Figures 4 and 5) in eight work situations and provide an insight with respect to the position of the first cutting point 36 with respect to the pivotal point 22.
  • Figure 28 shows the work situation at 50 S , 18 S , 36 deeper and (97) lower than (115).
  • Figure 34 is a plan view of the work situations of Figures 26, 28, 31 and 32.
  • Figures 34 to 42 is assumed by way of example the situation in which the spherical part 9a is cutting.
  • the plane 106 is located at a distance 96 ( Figures 34 to 42) from the pivotal point 22 and is at a swing angle 53 to the plane 104". In Figure 34 is plotted in the plane 106 the projection 101. Now the X" co-ordinates can be calculated with respect to the plane 104" and the Z co-ordinates.
  • Figures 40, 41 and 42 show that at the negative result found there for X" B36 or X S36 the value has to be presented as positive X" S36 and X" B36 respectively.
  • Figure 52 shows schematically the mode of calculation of the horizontal distance Z' 21 of the aerial 21 from the pivotal point 22 in different trim directions and in different positions of the anchoring pile 18 S , said distance Z' 21 being projected onto the vertical longitudinal plane 100' of the ship:
  • Figures 54 (rear view) and 55 (plan view) show the situation for a turn about the pivotal point 22 with an anchoring pile 18 S and a transverse trim 50 S of the cutting head suction dredger 1, whilst the aerial 21 is located between the pivotal point 22 and the plane 104".
  • the X deviation is 108 s and the Z deviation becomes 110 V and in the opposite case 108 s and 110A respectively.
  • 108 B results in X s + (108) and X B - (108)
  • 108 s results in X s - (108) and X B + (108)
  • 110 v results in Z - (110)
  • 110A results in Z + (110).
  • Figures 61 to 68 show the consequences of the bending of the anchoring pile 18 for the place of the cutting head 6 in the ground by determining the correction terms 116 and 125 respectively in the X' and Z' directions.
  • the negative pile position ( Figures 62 and 64) in which the pivotal point 22 is nearer the cutting head 6 than the anchoring pile tilting point 23 and a positive pile position ( Figures 61 and 63) in which the pivotal point 22 is further away from the cutting head 6 than the anchoring pile tilting point 23 are included in the calculation.
  • Figure 65 shows a pile guide 148 comprising a guide sleeve 129 connected by means of an anchoring pile hinge 130 at the place of the anchoring pile tilting point 23 with the floating body 13 and a ring 121 surrounding the anchoring pile 18 and bearing on the guide sleeve 129 by means of four pressure pick-ups 128.
  • the pick-ups 128 measure the compo- n ents 117, 118, 119 and 122 respectively of the reactive pressure forces occurring in the directions to the rear, to the front, to a side, to port and starboard sides respectively.
  • the anchoring pile 18 bends to a known extent 116 rearwards, 116 forwards, 125 B and 125 s respectively.
  • This extent is horizontally measured and is calculated from the pile length, the pile elasticity and the pile slope or it is empirically assessed, as the case may be, in dependence upon the frequency of component variations. For example, excessively rapid component variations are not taken into account.
  • Figure 68 is a rear view corrected for pile bending corresponding with Figure 26 showing the correction value 125 for correcting the pile bending under the action of a component 119.
  • Figure 45 shows a survey of the measuring value pick-ups mentioned-hereinbelow and given by way of example for the cutting head suction dredger 1.
  • a gyrocompass 54 arranged on the floating body 13 is coupled with a pulse pro-15 ducer 178, which is connected to a pulse-converting pick-up 179 for supplying a signal +94 or -94 relating to the sense of the talus angle 94 ( Figure 47) because in passing through the work plane 104 the sense of the talus angle 94 is inverted.
  • the pulse producer 178 is, in addition, connected to a pulse-converting direction meter 55 for supplying a signal 53 - or 53 B relating to the sense of the swing angle 53.
  • the gyrocompass 54 is furthermore coupled with a pulse producer 180, which is connected to a swing angle meter 181 converting pulses into signals corresponding to the swing angle 53.
  • the construction of the cutting head suction dredger 1 as in this embodiment is such that the anchoring pile 18 and the ladder 14 occupy fixed positions relative to the floating body 13 in a transverse direction, it is preferred to use only one trim angle meter 51 and one transverse trim direction meter 52.
  • a length meter 56 with a converter 189 is provided for supplying a signal corresponding to the length 26.
  • the length meter 56 is coupled with a drum 190, around which is partly wound a wire 191 coupled with the pile 18.
  • the wire 191 is wound on by means of a spring 192 connected with the guide sleeve 129.
  • the pressure pick-ups 128 of the pile guide 148 of each anchoring pile 18 comprise converters 193, 194, 195 and 196 supplying signals corresponding to the components 119, 118, 122 and 117 respectively in inward, forward, outward and rearward direction respectively.
  • the draught meter 45 is constructed in the form of a pressure pick-up measuring the local hydraulic pressure of the outboard water and being connected with a converter 197 supplying a signal corresponding to the draught 82 ( Figure 20a) of the draught meter 45.
  • a time difference pick-up 198 standing on land measures the tide difference 49 between the water surface 39 and the starting level 5.
  • the fixed data such as the ship's dimensions and the variable measuring values assessed by the pick-ups of Figure 45 serve for calculating the exact place of the point of intersection lla or llb of the cutting head 6 with respect to the pivotal point 22.
  • the calculation of the co-ordinates of the points of intersection lla and llb is performed in an arithmetic device 150 once or many times a second as follows:
  • FIG. 69 shows that the transverse trim angle 50 stored in a memory 250 is processed in a sine producer 401 and in a cosine producer 501.
  • the output signals sin(50) and cos(50) are introduced into multipliers 602 and 601 respectively.
  • the fixed distance 69 between the cutting points 36 and 71 stored in a memory 269 is applied to multipliers 603 and 604.
  • the ladder projection angle 68 calculated in a manner to be described hereinafter and stored in a memory 268 is applied to an adder 801.
  • the fixed angle 35 between the cutting head axis 61 and the line of connection 236 of the ladder rotary point 31 and the first cutting point 36 is stored in a memory 235, said angle 35 being raised in the adder 801 with the angle 68 to form the projection angle 72.
  • the projection angle 72 is applied to a sine producer 402 and a cosine producer 502.
  • the output signals sin(72) and cos(72) are fed to the multipliers 603 and 604 respectively.
  • the output signal tan(85) of divider 702 is converted in the angle producer 1001 into the angle 85.
  • the angle 85 is applied to cosine producer 503, the output signal of which cos(85) is applied as a denominator to divider 703.
  • the quotient, tan(90) of divider 701 is applied to the angle producer 1002, the output angle 90 of which is applied to an adder 802 and a cosine producer 504.
  • To the adder 802 is also applied the talus angle 94 with a + or - sign from the sign producer 1207 to be described hereinafter.
  • the sum ((90)+(94)) of the adder 802 is fed to the sense scanner 1218 supplying a positive signal to the sine producer 403, the output of which is applied to multiplier 606.
  • the divider 704 becomes only operative when its two inputs receive a signal. For that matter, this also applies to all arithmetic elements such as adders, subtractors, multipliers, dividers, sign producers and switches.
  • the signal 50 S or 50 relating to the direction of the transverse trim 50 is applied to memory 250 S and 250 respectively.
  • the signal 53 S or 53 B is applied to memory 253 S and 253 B respectively.
  • the memory 250 B is connected to sign producers 1202 and 1203, the memory 250 S is connected to sign producers 1201 and 1204, the memory 253 S is connected to sign producers 1202 and 1204 and the memory 253 B is connected to sign producers 1201 and 1203.
  • the sign producers 1201 to 1204 supply a sign signal, if they receive a signal at both their inputs i.e. 1201 and 1202 to switch 1101 and 1203 and 1204 to switch 1102.
  • the measuring value of the swing angle 53 is applied from the swing angle meter 181 to memory 253, from where it goes to an adder 803 and subtractors 901 and 902, each of which receives in addition a signal angle 85 from an angle producer 1001.
  • the angle 85 is algebraically added to the swing angle 53.
  • the adder 803 is connected to switches 1106 and 1103 and to a subtractor 900.
  • the output of subtractor 901 is the signal (53)-(85)
  • the output of subtractor 902 is the signal (85)-(53)
  • the output of adder 803 is the signal (53)+(85).
  • the difference (90)-((53)+(85)) is calculated.
  • the sign producer 1217 closes switch 1103 and opens switch 1106 so that the signal (53)+(85) is passed to switch 1101, whereas at a negative result the switch 1103 is opened and the switch 1106 is closed, so that the signal (53)+(85) is introduced into the subtractor 904 receiving a signal 90 from the memory 290.
  • the result (90)-((53)+(85)) is applied to switch 1101.
  • the sign producer 1205 responding to subtractor 901 closes switch 1104 at a positive result of subtractor 901 and opens switch 1105, whereas at a negative result it opens switch 1104 and closes switch 1105.
  • the switches 1104 and 1105 are connected to the input of switch 1102.
  • switch 1101 also receives a signal from sign producer 1201 or 1202, this switch 1101 passes the signal received from adder 803 to sine producer 404. If switch 1102 also receives a signal from sign producer 1203 or 1204, this switch 1102 passes the signal received from subtractor 902 or 901 to sine producer 404, the output signal of which is applied to multiplier 605.
  • the following part of the calculation is performed.
  • the memories 210a and 210b are recorded the spherical radii 10a and 10b respectively.
  • the spherical radius 10a is applied to switch 1105 and subtractor 905 and the spherical radius 10b to switch 1106 and adders 804 and 823 ( Figure 72).
  • adder 804 the signal 93 from multiplier 606 is raised with the spherical radius 10b.
  • the output signal of adder 804 (10b)+(93) is subtracted in subtractor 905 from the spherical radius 10a.
  • the spherical part 9a is in any case cutting so that the result (90)-(94) of adder 802 is negative. To this end switch 1156 is closed and switch 1157 is opened and sign scanner 1206 receives the positive signal from sign scanner converter 1218. If the result (90)-(94) is positive, spherical part 9a can nevertheless be cutting, that is to say, when the difference scanned in sign producer 1206 (10a)-((10b)+(93)) of subtractor 905 is positive.
  • the signal from subtractor 905 is passed to sign scanner 1206, which closes switch 1105 and opens switch 1106 at a positive signal from subtractor 905 as well as at a positive signal from converter 1218 so that signal (10a) is passed to multipliers 607 and 608. If the sign scanner 1206 does not receive a positive signal, it opens the switch 1105 and closes switch 1106 as a result of which signal (10b) is passed to multipliers 607 and 6U8.
  • the profile of the work 2 (see Figures 23, 24, 47 and 69) is included in the calculation in order to assess which intersecting point of the cutting envelope 8 of the cutting head 6 is first to touch the talus.
  • the angles of inclination 94 B and 94 S for port and starboard sides are stored in the memories 294 B and 294 S respectively and the senses + or - of these angles of inclination ( Figure 47) are stored in the memories 294 N and 294 P respectively.
  • the instantaneous direction of the swing angles 53 B and 53 s is stored in the memories 253 B and 253 s respectively, which are connected to switches 1109 and 1110, 1111 and 1112 respectively.
  • the memories 294 SN , 294 SP , 294BN and 294 B p respectively are connected to sign producers 1243 and 1244 respectively.
  • Sign producer 1243 passes the signal + or - to switch 1111
  • sign producer 1244 passes said signal to switch 1109.
  • the memories 294 B and 294 S are each connected to a switch 1110 and 1112 respectively.
  • the outputs of switches 1109 and 1111 are passed to sign producers 1207 and 1208 and the outputs with signal 94 of switches 1110 and 1112 are passed to sign producer 405, cosine producer 505 and sign producer 1207.
  • the output signal of multiplier 607 (10a)cos(94) or (10b)cos(94) is applied to adder 814 ( Figure 70).
  • In the memory 237 ( Figure 70) is stored the fixed distance 37 of the ladder rotary point 31 from the first cutting point 36 ( Figures 3 and 14).
  • the signal 34 from converter 186 relating to the ladder angle 34 is introduced into memory 234.
  • the fixed distance 73 along the line 44 between the anchoring pile tilting point 23 and the ladder rotary point 31 ( Figures 3, 17 and 43) is stored in memory 273.
  • the fixed angle 48 between the line 44 and the horizontal deck 41 is stored in memory 248.
  • the + or - signal from converter 183 relating to the direction of the longitudinal trim angle 38 of the longitudinal trim direction meter 43 is stored in memory 202.
  • the fixed distance 81 between the ladder rotary point 31 and the plane 138 going through the draught meter 45 ( Figure 45) is stored in memory 281.
  • the signal 82 from converter 197 relating to the draught 82 of the plane 138 below the water line 39 measured by the draught meter 45 is stored in memory 282.
  • the signal 49 from the tide difference meter 198 relating to the tide difference 49 is stored in memory 249.
  • the signal 37 of memory 237 is passed to multipliers 610 and 609.
  • the signal 50 of memory 250 is passed to cosine producer 501, the output cos(50) of which is passed as a denominator to the dividers 705, 706, 707 and 708.
  • the signal 34 of memory 234 is passed to tangent producer 1301, the output of which tan(34) is passed as a numerator to the divider 705.
  • the output signal tan(68) ( Figure 14) is passed to the angle producer 1003, the output angle 68 of which is passed to a memory 268 ( Figure 69), a sine producer 406 and a cosine producer 506.
  • the output signal Y" 37 is applied to adder 806 and multiplier 614.
  • the signal 73 of memory 273 ( Figure 17) is applied to multipliers 611 and 612.
  • the signal 48 of memory 248 is applied to adder 805.
  • the signal 38 of memory 238 is passed to tangent producer 1303 and to sign producer 1209, which receives the signal -38 from memory 238 N and the signal +38 from memory 238p respectively.
  • the signal of sign producer 1209 +(38) is passed to adder 805 and to memory 238 ( Figure 73), the output signal of which (48)+(38) is applied to tangent producer 1302.
  • the output signal of tangent producer 1302 is passed as a numerator to divider 706.
  • the output signal cos(74) of cosine producer 507 is passed to multiplier 612.
  • the output signal sin(74) of sine producer 407 is passed to multiplier 611.
  • the output signal tan(38) of tangent producer 1303 is passed as a numerator to divider 707 receiving as a denominator the signal cos(50) from cosine producer 501.
  • the quotient tan(80) is passed to angle producer 1005, the output signal of which: angle 80 is passed to cosine producer 508.
  • the output signal cos(80) is multiplied in multiplier 641 by the signal cos(50) from cosine producer 501.
  • the output signal Y" 37 + Y" 73 of adder 806 is passed to adder 808 and switch 1113.
  • To adder 808 is applied signal Y" 69 from multiplier 603 ( Figure 69).
  • the output signal Y " 37 + Y" 73 + Y" 69 of adder 808 is passed to switch 1114.
  • In the adder 807 is added to the Z' 37 the value Z' 23 ( Figures 67 and 71) in a manner to be described hereinafter.
  • the sum Z' 23 + Z' 37 is passed to switch 1115 and adder 809 for adding by the signal Z' 69 emanating from multiplier 604 ( Figure 69).
  • the sum Z ' 23 + Z ' 37 + Z' 69 is passed to switch 1116.
  • multiplier 614 the signal Y" 37 is multiplied by the signal cos(50) from cosine producer 501.
  • multiplier 615 the signal.
  • Y" 69 is multiplied by signal cos(50) from cosine producer 501.
  • the resultant product goes to adder 810.
  • switch 1115 In the event of a positive signal from subtractor 905 the signal from sign producer 1206 closes, in addition, switch 1115 and opens switch 1116 for passing the signal Z' 37 + Z' 23 from adder 807 to adder 811, whereas in the event of a negative signal switch 1116 is closed and switch 1115 is opened for transferring the signal Z' 37 + Z' 23 + Z' 69 to adder 811 .
  • the output signal (101)sin(53) of multiplier 615 is passed to adders 827, 828 and 829 and the subtractors 933, 934 and 935 ( Figure 72).
  • the ouput signal (101)cos(53) from multiplier 616 is passed to the adders 818 and 819 and the subtractors 924 and 925 ( Figure 72).
  • the output signal Y' 37 + Y' 69 or Y' 37 from switch 1118 or 1117 respectively is passed to adder 812 to be raised by signal 46 from subtractor 906.
  • the output signal of adder 812 is passed to adder 813 as well as the signal 49 from memory 249.
  • the part of the arithmetic device 150 described with reference to Figure 71 is employed.
  • the distances 26 S and 26 B of the piles 18 s and 18 B are constantly recorded by means of anchoring pile length pick-ups 56 S and 56 B , whose converters 189 s and 189 B are connected to memories 226 S and 226 B ( Figure 71).
  • the signal 26 B is subtracted from the signal 26 S in subtractor 957.
  • the signal 50 s or 50 B of the transverse trim angle 50 stored in memories 250 S or 250 B respectively is passed to switches 1212 and 1215 or switches 1213 and 1214 respectively.
  • the one switch of the switches 1212, 1213, 1214 and 1215 that receives two signals closes a switch 1401, 1402, 1403 and 1404 respectively, the switches 1401 and 1402 passing a first signal to signal scanners 1216, 1217, 1218 and 1219 and, in addition, to switch 1228 and to sign converters 1231 and 1232 ( Figure 73) and the switches 1403 and 1404 passing a first signal to switches 1220, 1221, 1222 and 1223 and, in addition, to switches 1226 and 1227 and to sign converters 1229 and 1230 ( Figure 73).
  • signal scanner 1219 When signal scanner 1219 receives a signal, this means that pile 18 s is operating at a slope 50 s or that pile 18 B is operating at a slope 50 B .
  • the signal scanner 122U When the signal scanner 122U receives a signal this means that pile 18 s is operative at a slope 50 B or that pile 18 B is operative at a slope 50 S .
  • memory 227 S is set a value 27 S according to the estimated length 27 of pile 18 S in the ground 12 ( Figure 3). If a dish 28 is employed, this value 27 s is nil.
  • the output signal 27 S of memory 227 S is passed to adder 815.
  • the measuring value of the length 26 s of the top end of pile 18 S ( Figure 3) stored in memory 226 S is passed to adder 815, the output of which is applied to subtractor 907 and to memories 1506, 1507, 1508 and 1509.
  • the output of the subtractor 907 is passed to multipliers 617 and 618.
  • the measured angle of inclination of the pile 33 s stored in memory 233 S is passed to a tangent producer 1304.
  • the output tan(233 s ) is passed as a numerator to divider 708, which receives as a denominator the signal cos(50) from cosine producer 501 and which provides the output tan(67 S ) ( Figures 13a to 13e).
  • the signal tan(67 S ) is converted in angle producer 1006 into an angle 67 S , which is passed to cosine producer 510 and to sine producer 409.
  • the output signal + Z ' 30S of sign producer 1405 is passed to adder 849, which receives, in addition, a signal + 116 5 or -116 S from the sign producer 1406 to be described hereinafter.
  • the tangent producer 1305 connected to the memory 250 of the transverse trim angle 50 has an output tan(50), which is passed as a denominator to divider 710, which receives the signal 47 S as a numerator from the adder 952 to be described hereinafter ( Figure 68).
  • the quotient 50/2 is converted in tangent producer 1306 into tanl/2(50).
  • the signal tanl/2(50) is passed as a denominator to divider 711, which receives as a numerator the signal 47 s from adder 952.
  • the quotient 115 S (47 S ) is passed to switch 2121. tanl/2(50)
  • the measuring values 117 S , 118 S , 119 S and 122 S of the pressure pick-ups 128 stored in memories 317 S , 318 s , 319 5 and 322 S respectively are passed to switches 2131 and 2132, switches 2134 and 2133, switches 2132 and 2134 and switches 2131 and 2133 respectively and to converters 1509, 1508, 1507 and 1506 respectively.
  • the measuring values 122 S and 119 S are converted in said converters into correction values 125 and 116 S and calculated relatively to the pile bending, since in each of the converters 1506, 1507, 1508 and 1509 the empirically assessed relationship is recorded between the operative pile length 30 S and the recorded measuring value 122 s , 119 S , 118 S and 117 s respectively on the one hand and the actual pile bendings 125 S' 125 S , 116 S and 116 S respectively on the other hand.
  • This pile bending comprises the correction for the play between the pile 18 and the pile guide 148, in that said play is automatically taken into account at the empirically assessed relationship.
  • the memories 319 S and 322 S are, in addition, connected to the negative and positive input respectively of a sign scanner 1243, which then passes the sign concerned to the sign producer 1407, which receives the correction value 125 S from converters 1506 and 1507.
  • the signal + 125 s is applied to multiplier 643 for multiplication by the signal cos(50) from cosine producer 501.
  • the product (+125 S )cos(50) is applied to adder 952 as well as the signal relating to the fixed value 177 ( Figure 68) from memory 377.
  • the signal 116 S from converters 1509 or 1508 is applied to sign producer 1406.
  • the outputs of the switches 2133, 2134, 2131 and 2132 are passed to switches 2123 and 2127, 2124 and 2128, 2125 and 2129 and 2126 and 2130 respectively.
  • the switches 2123, 2124, 2125 and 2126 connected to the positive input of sign scanner 1244 and having a positive output signal receive a signal from memory 233p
  • the swiches 2127, 2128, 2129 and 2130 connected to the negative input of sign scanner 1244 receive a signal from memory 233 N
  • the sign producer 406 passes the sign received from sign scanner 1244 to a signal 116 S and passes the signal +116 5 onto adder 849.
  • the memories 233 P and 233 N are, moreover, connected to the positive and negative inputs respectively of sign scanner 1245, the output signal of which is passed to sign producer 1405.
  • Corresponding arithmetic elements are provided in an arithmetic unit 340 8 , the outputs of which Y" 30B , Z' 23B , 115 B , 114 B and 47 B respectively are connected to switches 2118, 2117, 2119, 2120 and 2140 respectively.
  • the positive output of sign producer 1210 is, moreover, connected to switches 2116, 2115, 2121, 2122 and 2141 respectively for indicating that the pile 18 B is operative.
  • the negative output of sign producer 1210 is furthermore connected to switches 2118, 2117, 2119, 2120 and 2140 to indicate that the pile 18 S is operative and that in this case the arithmetic unit 340 S has to be connected.
  • the output signals from the switches 1401 and 1402 are indicative of the situations 18 s with 50 s and respectively of 18 B with 50 B .
  • the output signals from the switches 1403 and 1404 are indicative of the situations 18 s with 50 B and respectively 18 B with 50 s .
  • the signals 112 and 113 are fed to subtractors 911 and 910 respectively, the signal scanner 1233 passing only the positive signal thereof to switches 1218, 1222 and to adder 816 and, respectively, to switches 1217, 1221 and to adder 817.
  • the signal 114 from switches 2120 or 2122 is passed to switches 1216 and 1223 and to adders 816 and 817.
  • the signal 115 from switches 2119 or 2121 is passed to switches 1219 and 1220.
  • these difference signals are applied to the signal scanner 1234, which transmits only the positive signal to the multipliers 619 and 620 respectively of Figure 72.
  • the signal sin(50) from sine producer 401 is applied to multipliers 619, 620 and 621.
  • the multipliers 628, 629 and 630 receive the signal cos(53) from cosine producer 509.
  • the multipliers 622, 623, 624, 625, 626 and 627 receive the signal sin(53) from sine producer 408.
  • the product from the multipliers 622 and 623 is passed to switch 1137, the product from multiplier 624 to switch 1138, the product from multiplier 625 to switch 1139, the product from multipliers 626 and 627 to switch 1140, the product from multiplier 628 to switches 1141 and 1144, the product from multiplier 629 to switches 1142 and 1145 and the product from multiplier 630 to switches 1143 and 1146.
  • a signal relating to the sense 53 or 53 B from memories 253 S and 253 B respectively of the swing angle 53 is applied to switches 1137, 1138, 1141, 1142 and 1143 respectively 1139, 1140, 1144, 1145 and 1146, the output of which is connected to adder 818, subtractor 924, adder 819, subtractor 925, subtractor 928, adder 824, subtractor 929, subtractor 930, adder 825 respectively subtractor 931.
  • the output signal 47 of switches 2140 and 2141 of Figure 71 is applied to subtractors 928, 929, 930 and 931 and to adders 824 and 825 ( Figure 72).
  • the difference from subtractors 928, 929, 930 and 931 is passed to adder 827, subtractor 933, subtractor 934 and respectively, adder 829.
  • the sum of adder 824 and the sum of adder 825 are passed to adder 82 8 and subtractor 935 respectively.
  • the result X" S36 or X" S71 of Figures 34 to 42 from adder 827, adder 8 28 and subtractor 933 is passed to adder 830 ( Figure 73).
  • the result X" B36 or X" B71 of Figures 34 to 42 from subtractors 934 and 935 and adder 829 is passed to adder 831.
  • the signal Z' 69 from multiplier 604 of Figure 69 is applied to a multiplier 645, in which the signal Z' 69 is multiplied by the signal cos(53) from cosine producer 509.
  • the product Z 69 is applied to adder 822 for raising it with Z 36 and to switch 1150, which only at the reception of in instruction signal from sign producer 1206 of Figure 69 passes the product Z 36 + Z 69 to adder 823.
  • the switch 1150 does not receive an instruction signal when the spherical part 9b is cutting.
  • switch 1151 receives an instruction signal from sign producer 1206 for passing the signal Z 71 to adder 823, in which the signal of spherical radius 10b is added to Z 71 .
  • the output signal from adder 823 is algebraically added in adder 866 to the correction values -110 A or 110 v from memories 265 and 264 respectively to obtain Z 142 .
  • switches 1401 and 1404 supply an instruction signal to switch 1250 of Figure 73, whereas the switches 1402 and 1403 supply an instruction signal to switch 1249.
  • the trim angle 38 is algebraically added in adder 860 to the signal of the fixed angle 78.
  • the sum is converted in tangent producer 1399 into tan((78)+(38)), which output signal is applied as a numerator to divider 799, which receives as a denominator the signal ces(50) from cosine producer 501.
  • the quotient tan(77) from divider 799 is applied to angle producer 1099, the output of which is connected to sine producer 412 and cosine producer 513.
  • the output sin(77) together with the distance 76 from memory 276 is applied to multiplier 661.
  • the product (76)sin(77) passes to adder 838, which also receives a signal Y" 30 from switches 2118 and 2116 of Figure 71 from a memory 260. sum Y" 30 + Y" 76 from adder 838 multiplied in multiplier 662 by the signal sin(50) from sine producer 401.
  • the product (Y" 30 ) +Y" 76 )sin(50) is passed to adder 840 and subtractors 944 and 945.
  • the signal cos(77) from cosine producer 513 passes to multiplier 663 for multiplication by signal 76 from memory 276.
  • the signal 47 from switches 2140 and 2141 of Figure 71 is passed to memory 247 and from there to multipliers 664 and 665, adder 336 and subtractors 939 and 940.
  • Tne signal sin(38) of sine producer 410 is passed to multiplier 666 and the signal cos(38) from cosine producer 511 is applied as a denominator to divider 712, which receives as a numerator the signal tan(50) from tangent producer 1398.
  • the quotient tan(79) of divider 712 is converted in angle producer 1007 into angle 79, which is passed to sine producer 411 and cosine producer 512.
  • the output (107) X ' 47 + ( X ' 76 + X ' 30 ) of adder 840 (for the work situations of Figures 58 and 59) is passed via switch 1228 to subtractor 940.
  • the output (107) ( X ' 76 + X ' 30 ) - X ' 47 of subtractor 945 is passed through switch 1227 to a sign scanner 1259, which for the work situations of Figures 56 and 57 passes a positive result to adder 836.
  • the output (107) X' 47 - (X' 76 + X' 30 ) of subtractor 944 passes through switch 1226 to the sign scanner 1259, which passes a positive result for the work situations of Figures 56 and 57 to subtractor 939.
  • signal producer 1250 receives a signal, it passes the same to sign converter 1254, which passes it as a negative signal to sign producer 1256, which feeds its output signal -105 to adder 831.
  • Signal producer 1250 feeds, in addition, a signal to sign converter 1253, which transmits the same as a positive signal to sign producer 1255, which feeds its output signal +105 to adder 830.
  • signal producer 1249 If signal producer 1249 receives a signal, it passes the same to sign converter 1254, which passes it as a positive signal to sign producer 1256, whose output signal +105 is applied to adder 831. Signal producer 1249 applies, in addition, a signal to sign converter 1253, which feeds it as a negative signal to sign producer 1255, which applies its output signal -105 to adder 830.
  • the algebraic sum of adder 831 is raised in adder 862 by X 10a or X 10b (see Figure 24c).
  • the sum X" B71 + X 10a or X B36 + X 10b is raised algebraically in adder 864 by the deviation 108 8 or 108 s from memories 263 or 262 respectively (see Figure 60).
  • the deviations 108 B and 108 s have forced upon them a + sign and a - sign respectively by sign converter 1248 with sign producers 1251 and 1252 or by sign converter 1247 with sign producers 1251 and 1252, after which the deviations 108B and 108 S provided with a sign are passed to adders 864 and 865 respectively.
  • the sign of the sum of adders 864 and 865 is scanned in a sign scanner 1258 and 1257 respectively and in the case of a negative scan it is passed to memory 211 B or 211 S respectively and in the case of a positive scan it is passed to memory 211 S or 211 B respectively included in the arithmetic device 150 ( Figure 66).
  • the memory 211 S comprises the co-ordinate X S11a or X S11b
  • the memory 211B comprises the co-ordinate XB 11a or X 11b .
  • the memory 266 for the longitudinal trim -38 actuates the switches 1230 and 1231.
  • the memory 267 relating to the longitudinal trim +38 actuates switches 1232 and 1229. If one of the switches 1229, 1230, 1231 and 1232 receives two signals, it passes a signal to one of the switches 1155 and 1154 as follows: the switches 1232 and 1230 to switch 1155 and the switches 1229 and 1231 to switch 1154. That one of the switches 1154 and 1155 which receives two signals passes the signal from subtractor 943 or adder 839 to adder 861, which also receives the correction signal 110 V or -110 A (see Figure 60) from memories 264 and 265 respectively.
  • the output signal Z' 21 of adder 861 is multiplied in multiplier 667 by the signal cos(53) from cosine producer 509 in order to obtain Z 211 which is introduced into memory 221 Z of the arithmetic device 150.
  • the outputs X, Y and Z of the arithmetic unit 150 are supplied to a display 149 ( Figure 66) formed by a screen showing the work 2 and the instantaneous place 5 of the point of intersection 11, which is first to touch the surface of the work 2 during the movement made by the cutting head suction dredger 1 in order to be able to assess how long this movement can be continued. Instructions may be introduced into a control-panel 151 with the aid of the display 149 for actuating parts of the cutting head suction dredger 1.
  • the cutting head 6 of the cutting head suction dredger 1 is preferably steered in accordance with the further developed scheme of Figure 76.
  • the gauging apparatus 1 06 comprising the beacons 134 and the aerial 21 provides the correction values 110A or 110 v and 108 or" 108 of the aerial 21 in the work co-ordinate system ( Figure 60) and passes said correction values to memories 265, 264, 263 and 262 respectively.
  • the tide difference 49 of the tide difference pick-up 198 is applied to memory 249.
  • the arithmetic device 150 does not only pass the co-ordinates X, Y and Z of the point of intersection 11 to the display 149, but passes them also to a comparer 199 of the arithmetic device 200, in wich comparer 199 the circumscriptions of the work 2 are introduced-as co-ordinates.
  • the comparer 199 compares for instance when maintaining a certain Y co-ordinate the instantaneous X co-ordinate with a X co-ordinate of the talus 84 to be approached.
  • the cutting head 6 is manually steered along the path of Figures 49 and 50 through a displacement speed which is manually set on the control-panel 151, whilst also the suspension convey method is manually set on the control panel 151.
  • the steering signals 206 are moveover introduced into a programme memory 207 of the arithmetic device 200 whilst said steering signals 206 are coupled in said memory 207 to the instantaneous co-ordinates of the point of intersection 11 and the time of a dredging cycle from a time clock 208.
  • the cutting head suction dredger 1 is converted unto an automatic steering by means of a switch 209 on the control-panel 151 of the manual steering, whilst the cutting head 6 is passed along corresponding paths and the cutting head 6 is steered just like the dredging method by the programme memory 207 corresponding to the manual steering introduced into said memory.
  • the programme memory 207 passes signals 241 through the comparer 199 to control members, such as the members 202, 203 and 204.
  • the dredger implement 154 of Figures 71 to 82 comprises a floating body 155, anchoring means formed by an anchoring pile 156, a ladder 157 movably connected with the floating body 155 and a cutting member 158.
  • the cutting member 158 consists of a series of scoops 160 having cutting edges 161 guided around a hexagon 162 and arranged on a chain 164 driven in the direction of the arrow 163.
  • the position of the cutting member 158 with respect to a work co-ordinate system XYZ is controlled by measuring, calculating and controlling means as described with reference to the cutting head suction dredger 1 of Figures 1 to 76.
  • the suction transport process is obtained by means of a suction pipe 290 ( Figure 2) connected to the ladder 14 and communicating through a flexible tube 291 with a pump 292 having a pressure line 293.
  • This suction transport process is automatically controlled e.g. by adjusting the number of re- vulutions of the pump and/or by adjusting the specific weight of the suspension.
  • a valve 300 can be opened for adding water into the suction pipe 290 for adjusting the mixture of soil loosened by the cutting member 6 and sucked in through the suction mouth 295 of the suction pipe 290.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Robotics (AREA)
  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Automation & Control Theory (AREA)
  • Earth Drilling (AREA)
  • Control Of Cutting Processes (AREA)
  • Harvester Elements (AREA)
  • Processing Of Stones Or Stones Resemblance Materials (AREA)
EP80200381A 1979-05-14 1980-04-25 Drague et procédé de commande de cette drague Expired EP0019318B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NL7903782 1979-05-14
NL7903782 1979-05-14

Publications (3)

Publication Number Publication Date
EP0019318A2 true EP0019318A2 (fr) 1980-11-26
EP0019318A3 EP0019318A3 (en) 1981-01-28
EP0019318B1 EP0019318B1 (fr) 1984-01-18

Family

ID=19833182

Family Applications (4)

Application Number Title Priority Date Filing Date
EP80200382A Expired EP0019319B1 (fr) 1979-05-14 1980-04-25 Procédé de detèrmination de la position d'un outil de drague et drague
EP80200381A Expired EP0019318B1 (fr) 1979-05-14 1980-04-25 Drague et procédé de commande de cette drague
EP80200379A Expired EP0019949B1 (fr) 1979-05-14 1980-04-25 Procédé de détermination de la position d'un outil de travail du sol d'une drague flottante, et drague
EP80200380A Expired EP0019317B1 (fr) 1979-05-14 1980-04-25 Procédé de dragage et équipement de dragage

Family Applications Before (1)

Application Number Title Priority Date Filing Date
EP80200382A Expired EP0019319B1 (fr) 1979-05-14 1980-04-25 Procédé de detèrmination de la position d'un outil de drague et drague

Family Applications After (2)

Application Number Title Priority Date Filing Date
EP80200379A Expired EP0019949B1 (fr) 1979-05-14 1980-04-25 Procédé de détermination de la position d'un outil de travail du sol d'une drague flottante, et drague
EP80200380A Expired EP0019317B1 (fr) 1979-05-14 1980-04-25 Procédé de dragage et équipement de dragage

Country Status (5)

Country Link
US (1) US4374420A (fr)
EP (4) EP0019319B1 (fr)
JP (1) JPS55159030A (fr)
BR (1) BR8003001A (fr)
DE (4) DE3066136D1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3294957A4 (fr) * 2015-05-08 2019-02-13 Akabotics, LLC Système de microdragage et procédé d'utilisation de ce système

Families Citing this family (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2637625B1 (fr) * 1988-10-11 1994-04-08 Screg Routes Travaux Publics Procede et dispositif de positionnement automatique en continu d'un outil de reglage d'un engin de travaux publics, sur un terrain presentant une surface reelle a travailler
GB8904211D0 (en) * 1989-02-24 1989-04-12 Johnson David M Curve computer
SE9202160L (sv) * 1992-07-13 1994-01-14 Contractor Tools Ab Anordning för styrning av operativa enheter i arbetsmaskiner
US6171021B1 (en) * 1998-09-29 2001-01-09 Mats H. Feldtmann Method and apparatus for reducing the wake wash of vessels in shallow waters
US7399139B2 (en) * 1998-10-27 2008-07-15 Somero Enterprises, Inc. Apparatus and method for three-dimensional contouring
US6227761B1 (en) * 1998-10-27 2001-05-08 Delaware Capital Formation, Inc. Apparatus and method for three-dimensional contouring
DE10324169B3 (de) * 2003-05-28 2005-02-17 Team Technology, Engineering And Marketing Gmbh Verfahren zur automatischen Einstellung von Geländeprofilen im Bereich von Gewässern
BE1018582A3 (nl) * 2009-01-10 2011-04-05 Dredging Int Ontgraafinrichting voor het ontgraven van grond onder water en werkwijze voor het ontgraven van grond.
BE1018564A4 (nl) * 2009-01-12 2011-03-01 Dredging Int Werkwijze en inrichting voor het aansturen van een mobiele grondbehandelinrichting.
JP5510648B2 (ja) * 2010-04-05 2014-06-04 東洋建設株式会社 浚渫船
WO2012021813A1 (fr) * 2010-08-13 2012-02-16 Deep Reach Technology Inc. Systèmes et procédés d'excavation sous-marine
KR101235973B1 (ko) 2011-02-07 2013-02-21 이재수 준설시스템
US10287748B1 (en) * 2015-12-11 2019-05-14 Dsc Dredge, Llc Dredge walking spud apparatus
WO2017176773A1 (fr) 2016-04-08 2017-10-12 Ace/Avant Concrete Construction Co., Inc. Mesure d'excavation
CN108343107B (zh) * 2018-04-20 2024-02-23 中交上海航道局有限公司 一种绞吸挖泥船移锚间距辅助计算尺及其使用方法

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3241020A (en) * 1961-07-31 1966-03-15 American Mach & Foundry Single channel programmed tape motor control for machine tools
NL6706196A (fr) * 1967-05-03 1968-11-04
DE1658028A1 (de) * 1966-05-14 1971-04-08 Rationalisierung Braunkohle Ve Verfahren zur automatischen Leistungsregelung von Baggern
GB1240896A (en) * 1967-09-14 1971-07-28 Unicovske Strojirny Narodni Po An analogue-programmed device for excavator control
GB1277401A (en) * 1968-08-26 1972-06-14 Paul Crispin London Improvements in dredging
DE2735632A1 (de) * 1976-08-13 1978-02-16 Asea Ab Verfahren und anordnung zum steuern eines industrie-roboters
FR2382577A1 (fr) * 1977-03-05 1978-09-29 Korfmann Gmbh Maschf Procede et couplage de commande pour le reglage de la puissance de havage d'une machine a couper la roche au moyen de chaines a couper la pierre
US4150326A (en) * 1977-09-19 1979-04-17 Unimation, Inc. Trajectory correlation and error detection method and apparatus
US4156317A (en) * 1978-03-30 1979-05-29 Schmidt Frederick J Dredge swinging system

Family Cites Families (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2002749A (en) * 1934-04-16 1935-05-28 Sr Aloys Neveling Hydraulic dredge
US2233943A (en) * 1939-02-03 1941-03-04 Atlantic Gulf And Pacific Comp Cutter for dredges
GB820189A (en) * 1956-11-27 1959-09-16 Collins Radio Co Control system for earth moving machine
FR1399513A (fr) * 1964-06-26 1965-05-14 Le Vsessoyuznogo Nii Stroiteln Système de commande automatique du mécanisme d'orientation d'un engin excavateur rotatif
NL129899C (fr) * 1968-03-12
NL6905248A (fr) * 1969-04-03 1970-10-06
DE2009360B2 (de) * 1970-02-27 1973-10-18 Siemens Ag, 1000 Berlin U. 8000 Muenchen Anordnung zur gesteuerten Führung einer Arbeitsmaschine mit Laserstrahlen.-
GB1369193A (en) * 1970-08-17 1974-10-02 Doall Co Numerical control system for machine tools
US3919791A (en) * 1973-11-09 1975-11-18 Leward N Smith Dredger having separately floating dredge and tail sections and method of dredging
IT1009574B (it) * 1974-01-21 1976-12-20 Saipem Spa Metodo perfezionato per il posizio namento di un natante in particola re di una nave di perforazione e relativi dispositvi
NL162164C (nl) * 1974-12-18 1980-04-15 Bos Kalis Westminster Ankerpaalinrichting voor een baggervaartuig.
NL155613B (nl) * 1975-04-15 1978-01-16 Ballast Nedam Groep Nv Snijkopzuiger voor het baggeren van grond.
US4106335A (en) * 1976-12-27 1978-08-15 Santa Fe International Corporation Sea sled tow line vector system
NL171182C (nl) * 1977-01-31 1985-09-16 Ballast Nedam Groep Nv Werkwijze en inrichting voor het besturen van een snijkopzuiger gedurende het baggeren.
US4149251A (en) * 1977-03-15 1979-04-10 Observator B.V. Dredge profile computer for a cutter suction dredge
NL7704643A (nl) * 1977-04-28 1978-10-31 Bos Kalis Westminster Zuigbuisstandregeling.
US4129224A (en) * 1977-09-15 1978-12-12 Laserplane Corporation Automatic control of backhoe digging depth
US4177585A (en) * 1978-02-08 1979-12-11 Ballast-Nedam Groep N.V., Amsterdamse Ballast Bagger en Grond (Amsterdam Ballast Dredging) B.V. Method and apparatus for dredging

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3241020A (en) * 1961-07-31 1966-03-15 American Mach & Foundry Single channel programmed tape motor control for machine tools
DE1658028A1 (de) * 1966-05-14 1971-04-08 Rationalisierung Braunkohle Ve Verfahren zur automatischen Leistungsregelung von Baggern
NL6706196A (fr) * 1967-05-03 1968-11-04
GB1240896A (en) * 1967-09-14 1971-07-28 Unicovske Strojirny Narodni Po An analogue-programmed device for excavator control
GB1277401A (en) * 1968-08-26 1972-06-14 Paul Crispin London Improvements in dredging
DE2735632A1 (de) * 1976-08-13 1978-02-16 Asea Ab Verfahren und anordnung zum steuern eines industrie-roboters
US4166543A (en) * 1976-08-13 1979-09-04 Asea Aktiebolag Method and means for controlling an industrial robot
FR2382577A1 (fr) * 1977-03-05 1978-09-29 Korfmann Gmbh Maschf Procede et couplage de commande pour le reglage de la puissance de havage d'une machine a couper la roche au moyen de chaines a couper la pierre
US4181115A (en) * 1977-03-05 1980-01-01 Machinenfabrik Korfmann Gmbh Power control of a stone cutting machine having cutting chains
US4150326A (en) * 1977-09-19 1979-04-17 Unimation, Inc. Trajectory correlation and error detection method and apparatus
US4156317A (en) * 1978-03-30 1979-05-29 Schmidt Frederick J Dredge swinging system

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
SIEMENS-ZEITSCHRIFT, Vol. 49, Nr. 3, 1975 Erlangen DE E. SCHMITZ "Automatisieren von Ruckladegeraten beim Umschlag von Massenguttern", pages 140-144. * Page 142, column 1, paragraph 2 - page 144, column 2, paragraph 2 * *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3294957A4 (fr) * 2015-05-08 2019-02-13 Akabotics, LLC Système de microdragage et procédé d'utilisation de ce système
US10329735B2 (en) 2015-05-08 2019-06-25 Akabotics, Llc Microdredging system

Also Published As

Publication number Publication date
EP0019319A2 (fr) 1980-11-26
EP0019317A3 (en) 1981-01-28
DE3066133D1 (en) 1984-02-23
US4374420A (en) 1983-02-15
EP0019317B1 (fr) 1984-01-18
DE3066135D1 (en) 1984-02-23
EP0019949A2 (fr) 1980-12-10
DE3066134D1 (en) 1984-02-23
EP0019949B1 (fr) 1984-01-18
EP0019949A3 (en) 1981-01-21
EP0019319B1 (fr) 1984-01-18
DE3066136D1 (en) 1984-02-23
EP0019319A3 (en) 1981-01-21
EP0019318B1 (fr) 1984-01-18
EP0019317A2 (fr) 1980-11-26
EP0019318A3 (en) 1981-01-28
BR8003001A (pt) 1980-12-23
JPS55159030A (en) 1980-12-10

Similar Documents

Publication Publication Date Title
EP0019318A2 (fr) Drague et procédé de commande de cette drague
US6275758B1 (en) Method and apparatus for determining a cross slope of a surface
EP0288314B1 (fr) Dispositif et méthode pour la commande d'un excavateur hydraulique
US4945221A (en) Apparatus and method for controlling a hydraulic excavator
FI71601C (fi) Anordning foer att kontrollera graevningsdjup.
EP2322728B1 (fr) Pelle rétrocaveuse pour le dragage sous-marin
JP4960402B2 (ja) グラブ浚渫船による浚渫方法
CA1075020A (fr) Pose de canalisations au large
JP7017948B2 (ja) ポンプ浚渫船及びポンプ浚渫方法
WO2024037120A1 (fr) Système de positionnement précis pour marteau à percussion hydraulique
JPS6491012A (en) Apparatus for monitoring underwater excavating state
AU635761B2 (en) Control process for open-cast mining conveying appliances
JPH034696B2 (fr)
JP2632942B2 (ja) 浚渫船の施工援助システム
JPS60109429A (ja) ポンプ浚渫船カッタ軌跡表示装置
KR200191599Y1 (ko) 디지피에스를 이용한 준설 시스템
CA1239621A (fr) Dispositif de controle de la profondeur d'une fouille en cours d'execution
JPH0420478B2 (fr)
Scott et al. Specifying an overdredge allowance for environmental clamshell dredging in Puget Sound
JP2000017684A (ja) 浚渫船の浚渫制御方法及びその装置
JP2023116950A (ja) 浚渫制御装置、浚渫制御方法及びプログラム
JPH0480168B2 (fr)
JPS6113053B2 (fr)
JPS6059241A (ja) ポンプ浚渫船のカッタ−位置表示方法およびその装置
JPH0657781A (ja) パワーショベルの直線掘削方法およびパワーショベル

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Designated state(s): BE DE FR GB IT NL SE

AK Designated contracting states

Designated state(s): BE DE FR GB IT NL SE

17P Request for examination filed

Effective date: 19810427

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Designated state(s): BE DE FR GB IT NL SE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SE

Effective date: 19840118

Ref country code: IT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED.

Effective date: 19840118

REF Corresponds to:

Ref document number: 3066135

Country of ref document: DE

Date of ref document: 19840223

ET Fr: translation filed
PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 19840323

Year of fee payment: 5

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 19840330

Year of fee payment: 5

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: BE

Payment date: 19840331

Year of fee payment: 5

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed
PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: NL

Payment date: 19850430

Year of fee payment: 6

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BE

Effective date: 19860430

BERE Be: lapsed

Owner name: BALLAST-NEDAM GROEP N.V.

Effective date: 19860430

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Effective date: 19861101

NLV4 Nl: lapsed or anulled due to non-payment of the annual fee
GBPC Gb: european patent ceased through non-payment of renewal fee
PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19861231

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Effective date: 19870101

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GB

Effective date: 19881118